Calculations in Hydraulic Engineering: Fluid pressure, and the calculations of its effects in engineering structuresLongmans, Green, 1898 |
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Página xi
... Horizontal Pressures - Effective pressure on a lock gate 37. Hydrostatic Pressure upon Inclined and upon Curved Surfaces - The horizontal and vertical components - Vertical buoyant pressure upon an overhanging surface 222 77 CHAPTER ...
... Horizontal Pressures - Effective pressure on a lock gate 37. Hydrostatic Pressure upon Inclined and upon Curved Surfaces - The horizontal and vertical components - Vertical buoyant pressure upon an overhanging surface 222 77 CHAPTER ...
Página 6
... horizontal directions tending to force them outwards to the right and to the left . In each case the direction in which the pressure acts is at right angles to the plane of the boundary- wall ; and if the box were placed in a tilted ...
... horizontal directions tending to force them outwards to the right and to the left . In each case the direction in which the pressure acts is at right angles to the plane of the boundary- wall ; and if the box were placed in a tilted ...
Página 7
... horizontal plane , the pressure on that surface will in general be quite uniform . Art . 3. Hydrostatic Pressure of Varying Intensity . - A different set of problems will come before us when we are ELEMENTARY PRINCIPLES . 7 HYDROSTATIC ...
... horizontal plane , the pressure on that surface will in general be quite uniform . Art . 3. Hydrostatic Pressure of Varying Intensity . - A different set of problems will come before us when we are ELEMENTARY PRINCIPLES . 7 HYDROSTATIC ...
Página 8
... horizontal layers , the fluid pressure in each layer will be proportional to the depth at which it lies below the open surface . If this statement needed any demonstration , it would again be sufficient to refer to those commonplace ...
... horizontal layers , the fluid pressure in each layer will be proportional to the depth at which it lies below the open surface . If this statement needed any demonstration , it would again be sufficient to refer to those commonplace ...
Página 11
... horizontal distance x from a vertical line OY- X = A FIG . 3 A ១ X- B B , y C А2 B2 X C2 AA , + BB , CC1 3 The moment of the wind - pressure pA ( upon the whole sail ) about any axis OX is , of course , the product pAy . 4. In any ...
... horizontal distance x from a vertical line OY- X = A FIG . 3 A ១ X- B B , y C А2 B2 X C2 AA , + BB , CC1 3 The moment of the wind - pressure pA ( upon the whole sail ) about any axis OX is , of course , the product pAy . 4. In any ...
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Términos y frases comunes
annular axial fluid stress axial stress axis B₁ bending moment bending stresses bolts buoyant pressure calculated centre of action centre of buoyancy centre of gravity centre-line CHEMISTRY compressive stress Crown 8vo curvature curve of buoyancy cylinder denotes depth diagram of moments direction displacing force distance elastic engineering equal equilibrium example expansion joint external load feet flange floating fluid arch fluid pressure foot lineal girder horizontal hydraulic pressure hydrostatic hydrostatic pressure Illustrations inclined internal diameter length lifting force longitudinal stress mean head measured metacentre metacentric height metal moment of inertia ordinates P₁ P₂ parabolic pipe plane pontoon proportional quantity radius represent resistance right angles segmental side sketched in Fig socket square inch straight line stress Q surface tensile strength tensile stress thrust tons transverse triangle tube uniform uniformly distributed vertical component vertical force vessel water-line wedge weight
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